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West Seneca Sewer Report | Page 7 DSCA CONCLUSION Based on the analysis and flow monitoring results the flow depth peak increases are described below. The combined sewer has sufficient capacity to handle projected peak flows. • Node 1 projected peak 0.068 MGD flow (0.10 CFS) result in approximately a 1.6 inch water level increase within the 48” RCP sewer. • Node 2 projected peak 0.068 MGD flow (0.10 CFS) result in approximately 2.6 inch water level increase within the 60” RCP sewer. • Node 3 projected peak 0.068 MGD flow (0.10 CFS) result in approximately 2.9 inch water level increase within the 66” RCP sewer. Page 22 of 110